Beam Harmonic Vibration Analysis
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This study includes my own vibration analysis through the ANSYS program.This analysis is the response analysis of the forces acting on a 20*20*1000 mm beam supported on one side.Two separate forces are applied on the beam as "Fx=500 sin(2₶ft)" and "Fy=250 sin(2₶ft+ɵ)".Angle "ɵ" is considered to be 45 degrees. The system has constant structural damping. As a result of the analysis, results were obtained up to 1000 Hz frequency.As a result of the analysis, modal distortion, harmonic distortion, dorce reaction and von-misses stress values were obtained.
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